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Terracon - 10/10/2018 (2)
POST -TENSION STRESSING REPORT Report Number: 95181011.0488 Irerracon Service Date: 10/10/18 2501 E Loop 820 N Report Date: 10/18/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Proiect Number: 95181011 On this date, a representative of Terracon arrived at the above referenced jobsite as scheduled to observe Post Tension Stressing Operations on 411, to 5th Ramp. Please note that tendons highlighted in yellow are outside of the tolerance of +/-7%. See attached sheets for recorded data. Services: Terracon Rep.: Adam Wood Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,Tuipa Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. sC0001, 10-16-13, Rev.10 Page 1 of 1 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS M106A 3.125 2.875 2.91 2.88 3.34 2.875 -8% Upturn Beam M106B 3.125 2.75 2.91 2.75 3.34 2.75 -12% Upturn Beam M106C 3.125 2.875 2.91 2.88 3.34 2.875 -8% Upturn Beam M106D 3.125 2.625 2.91 2.63 3.34 2.625 -16% Upturn Beam M106E 3.125 3 2.91 3.00 3.34 3 -4% Upturn Beam M106F 3.125 3 2.91 3.00 3.34 3 -4% Upturn Beam M106G 3.125 3 2.91 3.00 3.34 3 -4% Upturn Beam M106H 3.125 2.625 2.91 2.63 3.34 2.625 -16% Upturn Beam M1061 3.125 2.875 2.91 2.88 3.34 2.875 -8% Upturn Beam M106J 3.125 2.75 2.91 2.75 3.34 2.75 -12% Upturn Beam M106K 3.125 3 2.91 3.00 3.34 3 -4% Upturn Beam T085 5.25 5.25 4.88 5.25 5.62 5.25 0% T086 5.25 5.125 4.88 5.13 5.62 5.125 -2% T087 5.25 5.125 4.88 5.13 5.62 5.125 -2% T088 5.25 5 4.88 5.00 5.62 5 -5% T089 5.25 5.125 4.88 5.13 5.62 5.125 -2% T090 5.25 5.125 4.88 5.13 5.62 5.125 -2% T091 5.25 5.125 4.88 5.13 5.62 5.125 -2% T092 5.25 5 4.88 5.00 5.62 5 -5% T093 5.25 5.125 4.88 5.13 5.62 5.125 -2% T094 5.25 5.375 4.88 5.38 5.62 5.375 2% T001 5.25 5 4.88 5.00 5.62 5 -5% T002 5.25 5 4.88 5.00 5.62 5 -5% T003 5.25 5.25 4.88 5.25 5.62 5.25 0% T004 5.25 5.125 4.88 5.13 5.62 5.125 -2% 0001A 2.375 2.375 2.21 2.38 2.54 2.375 0% 00016 2.375 2.5 2.21 2.50 2.54 2.5 5% 0002 2.375 2.375 2.21 2.38 2.54 2.375 0% 0003A 2.375 2.375 2.21 2.38 2.54 2.375 0% 00036 2.375 2.25 2.21 2.25 2.54 2.25 -5% 0004A 2.375 2.25 2.21 2.25 2.54 2.25 -5% 0004B 2.375 2.5 2.21 2.50 2.54 2.5 5% 0005 2.375 2.5 2.21 2.50 2.54 2.5 5% 0006A 2.375 2.375 2.21 2.38 2.54 2.375 0% 0006B 2.375 2.375 2.21 2.38 2.54 2.375 0% SHEETTITLE: ELONGATION RECORDS Jack #1: MRE567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: 4th to 5th Ramp Jack #2 PSI: DATE: 10/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 1 OF 6 MEASURED ELONGATION CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS 0007A 2.375 2.375 2.21 2.38 2.54 2.375 0% 0007B 2.375 2.25 2.21 2.25 2.54 2.25 -5% 0008 2.375 2.375 2.21 2.38 2.54 2.375 0% 0009A 2.375 2.375 2.21 2.38 2.54 2.375 0% 00096 2.375 2.375 2.21 2.38 2.54 2.375 0% U010A 2.375 2.25 2.21 2.25 2.54 2.25 -5% U010B 2.375 2 2.21 2.00 2.54 2 -16% U011 2.375 2.375 2.21 2.38 2.54 2.375 0% U012A 2.375 2.375 2.21 2.38 2.54 2.375 0% U012B 2.375 2.25 2.21 2.25 2.54 2.25 -5% U013A 2.375 2.375 2.21 2.38 2.54 2.375 0% U013B 2.375 2.25 2.21 2.25 2.54 2.25 -5% U014 2.375 2.375 2.21 2.38 2.54 2.375 0% U015A 2.375 2.5 2.21 2.50 2.54 2.5 5% U015B 2.375 2.5 2.21 2.50 2.54 2.5 5% U016A 2.375 2.375 2.21 2.38 2.54 2.375 0% U016B 2.375 2.25 2.21 2.25 2.54 2.25 -5% U017 2.375 2.5 2.21 2.50 2.54 2.5 5% U018 2.375 2.5 2.21 2.50 2.54 2.5 5% U201 2.375 2 2.21 2.00 2.54 2 -16% U202 2.375 2 2.21 2.00 2.54 2 -16% U203 2.375 2.5 2.21 2.50 2.54 2.5 5% U204 2.375 2.75 2.21 2.75 2.54 2.75 16% U205 2.375 2.375 2.21 2.38 2.54 2.375 0% U206 2.375 2.5 2.21 2.50 2.54 2.5 5% SHEETTITLE: ELONGATION RECORDS Jack #1: MRE567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: 4th to 5th Ramp Jack #2 PSI: DATE: 10/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 2 OF 6 MEASURED ELONGATION TENDON MARK CALC ELONG (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS U071A 4.625 4.625 4.30 4.63 4.95 4.625 0% U071B 4.625 4.375 4.30 4.38 4.95 4.375 -5% U072 4.625 4.5 4.30 4.50 4.95 4.5 -3% U073A 4.625 4.25 4.30 4.25 4.95 4.25 -8% U073B 4.625 4.25 4.30 4.25 4.95 4.25 -8% U074A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U074B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U075 4.625 4.25 4.30 4.25 4.95 4.25 -8% U076A 4.625 43/4 4.30 4.75 4.95 4.75 3% U076B 4.625 4.625 4.30 4.63 4.95 4.625 0% U077A 4.625 4.75 4.30 4.75 4.95 4.75 3% U077B 4.625 4.75 4.30 4.75 4.95 4.75 3% U078 4.625 4.5 4.30 4.50 4.95 4.5 -3% U079A 4.625 4.75 4.30 4.75 4.95 4.75 3% U079B 4.625 4.5 4.30 4.50 4.95 4.5 -3% U080A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U080B 4.625 4.625 4.30 4.63 4.95 4.625 0% U081 4.625 4.5 4.30 4.50 4.95 4.5 -3% U082A 4.625 4.5 4.30 4.50 4.95 4.5 -3% U082B 4.625 4.875 4.30 4.88 4.95 4.875 5% U083A 4.625 4.875 4.30 4.88 4.95 4.875 5% U083B 4.625 4.75 4.30 4.75 4.95 4.75 3% U084 4.625 4.375 4.30 4.38 4.95 4.375 -5% U085A 4.625 5 4.30 5.00 4.95 5 8% U085B 4.625 5 4.30 5.00 4.95 5 8% U086A 4.625 5 4.30 5.00 4.95 5 8% U086B 4.625 5 4.30 5.00 4.95 5 8% U087 4.625 4.75 4.30 4.75 4.95 4.75 3% U088 4.625 4.375 4.30 4.38 4.95 4.375 -5% U224 2.375 1.75 2.21 1.75 2.54 1.75 -26% U225 2.375 2.25 2.21 2.25 2.54 2.25 -5% U226 2.375 2.125 2.21 2.13 2.54 2.125 -11% U227 2.375 2.625 2.21 2.63 2.54 2.625 11% U228 2.375 2.5 2.21 2.50 2.54 2.5 5% U229 2.375 2.125 2.21 2.13 2.54 2.125 -11% SHEETTITLE: ELONGATION RECORDS Jack #1: MRE567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: 4th to 5th Ramp Jack #2 PSI: DATE: 10/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 3 OF 6 MEASURED ELONGATION CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS M023A 4.875 4.625 4.53 4.63 5.22 4.625 -5% M023B 4.875 4.75 4.53 4.75 5.22 4.75 -3% M023C 4.875 4.625 4.53 4.63 5.22 4.625 -5% M023D 4.875 4.75 4.53 4.75 5.22 4.75 -3% M023E 4.875 4.625 4.53 4.63 5.22 4.625 -5% M023F 4.875 4.75 4.53 4.75 5.22 4.75 -3% M023G 4.875 5.125 4.53 5.13 5.22 5.125 5% M023H 4.875 5.25 4.53 5.25 5.22 5.25 8% M0231 4.875 47/8 4.53 4.88 5.22 4.875 0% M023J 4.875 5.25 4.53 5.25 5.22 5.25 8% M023K 4.875 5.125 4.53 5.13 5.22 5.125 5% M023L 4.875 5.5 4.53 5.50 5.22 5.5 13% M023M 4.875 5.375 4.53 5.38 5.22 5.375 10% M023N 4.875 5.125 4.53 5.13 5.22 5.125 5% M023O 4.875 5.25 4.53 5.25 5.22 5.25 8% M024A 4.875 5.125 4.53 5.13 5.22 5.125 5% M024B 4.875 5.125 4.53 5.13 5.22 5.125 5% M024C 4.875 4.875 4.53 4.88 5.22 4.875 0% M024D 4.875 5.125 4.53 5.13 5.22 5.125 5% M024E 4.875 4.75 4.53 4.75 5.22 4.75 -3% M024F 4.875 5 4.53 5.00 5.22 5 3% M024G 4.875 4.875 4.53 4.88 5.22 4.875 0% M024H 4.875 5.5 4.53 5.50 5.22 5.5 13% M0241 4.875 5.375 4.53 5.38 5.22 5.375 10% M024J 4.875 5.5 4.53 5.50 5.22 5.5 13% M024K 4.875 5.25 4.53 5.25 5.22 5.25 8% M024L 4.875 5.125 4.53 5.13 5.22 5.125 5% M024M 4.875 5.25 4.53 5.25 5.22 5.25 8% M024N 4.875 5.25 4.53 5.25 5.22 5.25 8% M024O 4.875 5.25 4.53 5.25 5.22 5.25 8% SHEETTITLE: ELONGATION RECORDS Jack #1: MRE567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: 4th to 5th Ramp Jack #2 PSI: DATE: 10/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 4 OF 6 MEASURED ELONGATION CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS M025A 4.875 4.875 4.53 4.88 5.22 4.875 0% M025B 4.875 4.75 4.53 4.75 5.22 4.75 -3% M025C 4.875 4.875 4.53 4.88 5.22 4.875 0% M025D 4.875 5.125 4.53 5.13 5.22 5.125 5% M025E 4.875 5.5 4.53 5.50 5.22 5.5 13% M025F 4.875 5.5 4.53 5.50 5.22 5.5 13% M025G 4.875 5.5 4.53 5.50 5.22 5.5 13% M025H 4.875 5 4.53 5.00 5.22 5 3% M0251 4.875 5 4.53 5.00 5.22 5 3% M025J 4.875 5.125 4.53 5.13 5.22 5.125 5% M025K 4.875 5.5 4.53 5.50 5.22 5.5 13% M025L 4.875 5 4.53 5.00 5.22 5 3% M025M 4.875 5.625 4.53 5.63 5.22 5.625 15% M025N 4.875 5.25 4.53 5.25 5.22 5.25 8% M025O 4.875 5.75 4.53 5.75 5.22 5.75 18% SHEETTITLE: ELONGATION RECORDS Jack #1: MRE567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: 4th to 5th Ramp Jack #2 PSI: DATE: 10/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 5 OF 6 MEASURED ELONGATION CALC TENDON ELONG MARK (in.) End 1 End 2 (in.) (in.) -7% Total Recorded (in.) 7% Restress (psi or kips) TOTAL (in.) % (+/-) REMARKS M001A 4.875 4.625 4.53 4.63 5.22 4.625 -5% M001B 4.875 4.625 4.53 4.63 5.22 4.625 -5% M001C 4.875 4.75 4.53 4.75 5.22 4.75 -3% M001D 4.875 4.875 4.53 4.88 5.22 4.875 0% M001E 4.875 4.5 4.53 4.50 5.22 4.5 -8% M001F 4.875 4.875 4.53 4.88 5.22 4.875 0% M001G 4.875 4.75 4.53 4.75 5.22 4.75 -3% M001H 4.875 5 4.53 5.00 5.22 5 3% M0011 4.875 51/8 4.53 5.13 5.22 5.125 5% M001J 4.875 5 4.53 5.00 5.22 5 3% M001K 4.875 5 4.53 5.00 5.22 5 3% M001L 4.875 5.125 4.53 5.13 5.22 5.125 5% M001M 4.875 4.875 4.53 4.88 5.22 4.875 0% M001N 4.875 5 4.53 5.00 5.22 5 3% M0010 4.875 4.5 4.53 4.50 5.22 4.5 -8% M002A 4.875 4.625 4.53 4.63 5.22 4.625 -5% M002B 4.875 4.625 4.53 4.63 5.22 4.625 -5% M002C 4.875 4.75 4.53 4.75 5.22 4.75 -3% M002D 4.875 4.625 4.53 4.63 5.22 4.625 -5% M002E 4.875 4.75 4.53 4.75 5.22 4.75 -3% M002F 4.875 5 4.53 5.00 5.22 5 3% M002G 4.875 4.625 4.53 4.63 5.22 4.625 -5% M002H 4.875 4.875 4.53 4.88 5.22 4.875 0% M002J 4.875 5.125 4.53 5.13 5.22 5.125 5% M002K 4.875 5 4.53 5.00 5.22 5 3% M002L 4.875 4.875 4.53 4.88 5.22 4.875 0% M002M 4.875 5.125 4.53 5.13 5.22 5.125 5% M002N 4.875 5 4.53 5.00 5.22 5 3% M0020 4.875 5.125 4.53 5.13 5.22 5.125 5% SHEETTITLE: ELONGATION RECORDS Jack #1: MRE567 JOB/LOCATION: Grapevine Main Phase I Jack#2: CONTRACTOR: Jack #1 PSI: 7000 LEVEL/POUR: 4th to 5th Ramp Jack #2 PSI: DATE: 10/10/18 1 STRESS BY: K & A Rebar IVERIFIED BY: Adam Wood PAGE 6 OF 6 Distribution Paae Report Number: 95181011.0488 Service Date: 10/10/18 Report Date: 10/18/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) ArchiTexas, Michael Karnowski (1) City of Grapevine TX, Curtis A Bergthold (1) City of Grapevine TX, Hans Strayer (1) City of Grapevine TX, Paul M Lee (1) City of Grapevine TX, Scott Williams (1) City of Grapevine TX, sbatte@grapevinetexas.gov (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Jaehyung Ahn (1) Manhattan Construction Co, Klint Robertson (1) Manhattan Construction Co, Matthew Powell (1) Manhattan Construction Co, Robert Montgomery (1) Walker Consultants, Martha M. Villanueva Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600